HomeMy WebLinkAboutEngineering F*Wr FLA Manufactured Ukhrig Pr
f 1940 Norih:ldonrob Street
��ByyUSIC�� r ? • saeson
r rofes � i al Tallal►assce,Flodda 32399.0112
Plar.*;950,4117,1824• Fax.960AIU436
Ken irawson,Secretly RickScott,Covemor
AugUst 12,2016
Robert Moore RECEIi(ED
Lark Builders,Inc.
P.O.Drawer 624 MAR 2.7. 2419.
Vidalia,GA 30475
RE: Manufacturer Certiflcation, I0'MFT-114;Expiration Date;August 22,'2019 ST. Lucie County, Per
mlttlrl�
Dear Robert Moore:
It is my pleasure to inform you that Lark Builders,Inc.,located at 409 DIXON100%00v
DRAWER 629;VIDALIA,GA 30475,has been approved under the Manufacture u 1 s
Program,as provided forunder Chapter 553,Part 1, Florida Statutes,to man cturW
Built Schools,Storage Sheds;Manufactured Buildings for Installation In Florida.
Construction or modification on a manufactured building cannot,begin until the Third Party
Agency has approved the plans in accordance with the current Florida Building Code. Your Third
Party'Agency is a contractor for the Department and has statutory authority and responsibilities
that must be met to-maintain approved status.You may expect and demand quality plans
review and Inspections.
s Each Code change will make your-plans obsolete until they have been reviewed,approved and
Indicated[on the cover,page of the plans]for-compliance with the Code by your Third PaEty
Agency for plans review. Pjease ensure that your plans are in compliance and are properly
posted on'ourawebsite•All site-related installation Issues are subject to the local authority
ihaving jurisdiction.
The Department's contractor will make unannounced monitoring visits ataeastonce each year:
You must grant cornplete.access'to your manufacturing'i(acility and records to remaln in
compliance with the rules and regulations of this program.
Your certification Is approved for three years from this date.You will receive a renewal notice by
Email generated by the BCIS:{tr5wviizfioridafijiil8ori)for online renewal.If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at t3S0-414-8436,
Please visit our website at_www1to ldabuilding•oro to see valuable information on the Florida
Manufactured Buildings Program,A copy'offtits letter must accompany applications for local
6ullding permits.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
A
Intertek-P51 Tel +1407.304.5560
1748 3V Street Fax+1407.304.5561
Orlando,Florida 32839 intertek,com
FL Engineering Business#3684 psiusa.com
November 14, 2017
Mr. Thomas Campbell
Florida Department of Business and Professional Regulation
Manufactured Building Program
2601 .Blair Stone Road, Building C
Tallahassee, Florida 32399-0772
RE: Plan Approval: '_Storag0$h.ed
V
Manufacturer: Lark Bul'ders'.
Plan Number: 42325
u
Dear Mr. Campbell,
Pursuant to the requirements (of the Florida Department of Business and Professional
Regulations, the above referenced documents have been reviewed for compliance with:
2017 Florida Building Code, 6th Edition
2014 NEC
These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC)
A signed and sealed set of plans are.maintained on file in the Third Party Agency office
of PSI.
All mandatory comments have been satisfied and plans are approved for construction.by a
Modular.building manufacturer that is currently approved by the Department of Business-;
and Professional Regulations..
If you have any questions or require my assistance in any way, please do not hesitate to
contact me.
Respectfully submitted,
Victor C. Martin, PE (FL) Richard Olds, ICC #5107840, SMP-45
Department Manager Plans Examiner
Building Science Solutions Building Science Solutions
Copy to: Ms. Berri Howard; Lark Builders berriO-larkbuiNers.com
PSI APPROVAL 2017-11-14
CODE REVIEW f
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REV I DESCRIPTON DATE I BY
WALL SHEATHING
3.5" 20GA. STEEL STUDS ®24"O.C.
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7/11/17
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0 �f�ON.4 f61RifD"OI KROv.N�ltf[dYff M1�N SIR
1.5 ------------ OQ YwNm .weYA a d f.. sn R�0 1N>off
r ��------- 9.Y ARMON[[.Rn IY 1[06,.1.dIVDNaS MIrAE KO
SENCO K28 (OR EQUAL) NAILS, TWO i � N o K, x=a�0o- a a
ROWS 1.5" FROM THE EDGE, @ 12" LIJ
fx SOY. sw[SNiux sumlfla Mw
to Y Axp�,c[.RN rt mimic[f+ds��la Ym�
----------------- C) W.aiKRf AK rN SfBAG'rm9Stibe
D.C.,. STAGGER ROWS 6". ------ atOe>..mn....ae.fi•a Nm ac.r®rm••a.•6
3"x6" SPLICE PLATE FASTENED WITH 2"x4" BLOCKING BETWEEN SKIDS 2X BLOCKING BETWEEN SKIDS AT CL
(5)—SENCO K28 (OR EQUAL) NAILS UNDER DOUBLE END JOIST BOTH ENDS SECURED TO END JOIST\\\\\�, T �/t
EACH SIDE SECURED WITH (3) 0.120"x3" WITH (3) 0.120"x3" NAILS 012"O.C. `���SEW..... ,,eq4 e*
NAILS ®12"O.C. STAGGERED EACH SIDE STAGGERED w `�� ,�r' V10ENSF `••,0���'
LEl Q i
(2) 2"x6" P.T. SKID WALL TO FLOOR N
SPLICE/SECURING CONNECTION DETAIL iJA'• STATE OF
JORIr'•��\
G
O MOM—T.BaldYin P.E.
F
lorid.License#64608
t Spee=. FBPR-6 OF 7
I !tr- '-t_„•Te�p,� ELECTRICAL NOTES: 2017-11-14
LOOE REVIcW _
vow[.IfP[m s.,.m.mePun.. 1.ALL WIRE TO BE XTHHN SOLID COPPER WITH GROUND. WIRING PROTECTED BY NEC 2074 EDITION.
-
n�eeensw.[
onoao vwnmsran 2.FIXTURE LOCATION AND TYPE MAY VARY
3.PLASTIC OR METAL "NEW WORK" OUTLET BOXES
ICC smmP.o
n sNws.sNiae 4.20A GFCI OUTLETS -
Lsuttcaome
owrtm.a m.".R•.vRa.c N.aS.ALL RECEPTACLES TO BE AT 12"-16"A.F.G.: MAXIMUM 8 RECEPTACLES.
6.ALL SWITCHES TO BE AT 48"-52" A.F.G.
7.FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING
B.ALL OUTLETS TO BE GFCI CODE INFORMATION
9.THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT
DEVICES, PANELS. GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO LOCAL APPROVAL, M[aufa�CT�uR[R w�'•ams oc,
ewLsvm tttt
WINDOW HEIGHT, LOCATION mrmma:Toa 11P[ '-e
me PROTEmm
AND QUANTITY MAY VARY nRc �.ss[ca
AND ARE OPTIONAL IxcuP.[n
eun[uRL[Rmeem or stoaas
ewc m[m sPuo �,em,p
D6'OSURC
[NCLM. [was[O
n[I[axu PRLSSLNC COERCIC[[[
ELECTRICAL SYMBOL KEY nvo uacrnoa
ROOT DfM lAD
ROOT LM LAO Olt]a0 NM lMD
naoa or/o.LAo
i [Uma LM Low w-
QPD1RECEPTACLE / ODUlCS ULESP rrus.naoa.acor a.
RlnlOw:
3.5" METAL STUDS RURACA,Q PROTECTR)N 1 c
1•IRR[iiNL a LTER US..GE
SPACED AT 24" sauRE romnc[ REVISIONS n sna oR Las
240V / O.C. MAX
Q240 RECEPTACLE REV I DESCRIPTON DATE I BY
SINGLE POLE
SWITCH loo
THREE WAY
o 7/12/17
R SWITCH r SEE VARIOUS END WALL \ SEE VARIOUS END WALL s
o FRAMING SECTIONS FOR FRAMING SECTIONS FOR N/A
I WALL AND DOOR FRAMING WALL AND DOOR FRAMING -.--W— LR-s-LeE
CEILING MOUNT
LIGHT FIXTURE
W I.il n[u u••°'o.cmL4[rl nma,K lKtcT can[[s,Cn
WALL MOUNT > x ,��°°[: . E,�
LIGHT FIXTURE m
• ,a. " .d
FLUORESCENT \ I / � wo
LIGHT FIXTURE •�[ •u�; 'm°�
EMa KmO um t
a JUNCTION BOX [
J 'uPoan o•�,K oo.nnRr u[ro, r10oR8i2
P'a'aR mKR Lnrr�� ..00-s
J
J w oo� X1111 I/���
R �W T.
g iii
\\ .............q
\\\ `• .%CENSE•• •'�ly�i
WP
-6 �
0
OPTIONAL ELECTRIC TO EACH UNIT J =
_ WILL BE FIELD CONNECTED FROM
EXISTING POWER SOURCE
Lilo STATE OF •F�`
50'-0" MAXIMUM BUILDING LENGTHU -1%s"%ONAi
NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY
I'— Mo11Ae.T.BOIC.in P.E.
U FmriEa L'enu 64608
Lil
Sheet: FBPR-7 OF 7
TABLE 2A 165D/170C TABLE 2B
DD DD DDD 140C
30" AUGER ANCHOR SPACING 30" AUGER ANCHOR SPACING
SHED WIDTH MAXIMUM ANCHOR SHED WIDTH MAXIMUM ANCHOR
rr SPACING SPACING
TIE-DOWN STRAP
(SEE NOTES)— (1)4.4 SIP#2 ON W WIDE OR LES& UP To 16'-0" 10'-0" UP TO 16'-0"
(2)2.6 OR(1)uS P.T.SYP 12 SKIDS
TIE-DOWN STRAP SOLIED 10 TYPE ALL ELSE(.CAN BE SET ON GROUND). TYPE I TYPE 16-l"TO 20*-0" 8'-0" 16'-1"TO 24'-0" 8*-0"
30'BRINE 3V AUGER
3 ANCHOR WITH 1/2-GRADE 5 ANCHOR
BOLT '-I"TO 24�-V 6'-0' Co
RMOC jr
CK/CORAL FOR DE INF NATION
FOR TABLE 1A - 120C CODE V
VERSION4 1.
/2*-3'(400 LB.)CONCRETE DID TABLE 2C 120 ANCHORING TO CONCRETE .,Am 1µA
mam-
WEDGE ANCHOR WITH U-CHANNEL C BEN
(TYPE 3) TYPE 3 TYPE 2B 30" AUGER ANCHOR SPACING SHED WIDTH MAXIMUM ANCHOR ~-JAE.LANUX.
CON SPACING BUILDING TYPE
CX15TINO{CONCRETE
AND 30-AUGER OR
MAXIMUM ANC
SHED WIDTH CONSTRUCTION TYPE
IXI5FING 9"CONCRETE WITH EX FORANSOCHILO/RCLAY MAX SPACING H 24'-0" T-T
BOLT FIRE PROTECTION W)HE
TYPICAL ANCHOR TYPES UP TO 24'-O-1 10'-0- 20*-0" 7*-0" FIRE SUPPRESSION SYSTEM Wo
OCCUPAHCY VOR-
7'--67 ALLOWABLE NUMBER OF STORIES I
BASIC WIND SPEED
14'-0" EXPOSURE C/o
TIE-DO"STRAP BOLTED THRU12'-0" ENCLOSURE Iwtt
FLOOR JOIST WITH 1/2-GRADE 5 12 ON 0'AIDE OR LESS. (1)4,4 STP#2 ON 8*WIDE OR LESS. INTERNAL PRESSURE COEFFICIENT ./-Ola
2.4 SOLE PLATE(NATURALLY BOLT MINIMUM WITH WASHERS 2�2.6 OR(1)4.6 P.T.SYP#2 SKIDS (2)2.6 OR(1)4.6 P.T.SYP 12 SKIDS 1 IMPORTANCE FACTOR 1.15
DURABLE WOOD OR P.T,) (NUT&SOLT OR L40 SOLT) ELSE(CAN BE SET ON GROUND), ALL ELSE(CAN BE SET ON CROUNB)�
10
r SYP TIE-DOWN STRAP SECURED r ROOF DEAD LCAD 'alo,
—- -------1 4 i%DOWN STRAP BOLTED 70 TYPE WITH(8)I0D.I.5-NNLS
8'-0"
--�, Roor LIVE LOAD 20psr OR 3� LO'D
ANCHOR WITH 1/2-GRADE 5
t------�j BOLT MINIMUM WITH WASHERS 6.-011 _R O_LEADtDPSF
-------
12'.Y(4.00D LB,)CONCRETE 5/8'x 30'EARTH ANCHOR: _T2 0 FLOOR LIVE LOAD
EXISTING 4'CONCRETE WEDGE ANCHOR WITH U-CFANNEL' AUGER STYLE FOR SOIL/CLAY.-,
DRK STYLE FOR ROCK/CORAL
(TYPE 1) • TABLE I B - 140C 'R'RATING OF WALLS,FLOOR.ROOF NVh
EXISTING 4'CONCRETE L s MAX'MU
ANCHORING TO INCRETE mODAs PER BUILDING
CONCRETE BLOCK
PAD(P.l.WOOD. M ANCHOR HURRICANE PROTECTION USAGE NO
E SUPPORT
BLOCK OR PAD)SPACED SHED WIDTH
AT B'-O' SPACING HURRICANE SHELTER USAGE 14
24'-0" SOLURE FOOTAGE 719 SOFT,OR LESS
REVISIONS
20'-0" 5_0" REV DESCRIPTION DATE BY
I AGDLz THc 20 MT._k NxwLI Low aoty oPL 1= wm
DE-DOM STRAP BOLTED THRID 16' -2 Amm:L,v�Er�.ABs LxYtEs ,po/m . 11
—2.4 SOLE PLATE(RATURALLY FLOOR JOIST WITH 1/2-GRADE 5 (1)4a4 SYP#2 ON 8'WIDE OR LESS. 3 �3/1� NXI /LS/'s im
4. GYP#2 ON W DE OR LESS. BOLT MINIMUM WITH WASHERS (2)2.6 OR(1)4.6 KY.SYP#2 SKIDS
OMME.000 OR P.F.) 2)2-6 OR(1)4.6 P�T.W 12 SKIDS (NUT
&SOLT OR 211LAG SOLT) ALL D..Sr(CAN BE SET ON GROUND}. 14'-0" 4 ADIAM NOR,11-sym:_
rl' _T r
4 T CARCE ALL ELSE(CAN BE SET ON GROUND), 12/30/11 wt.
lit-DOWN 12'-0" 7'-6- n"FIX:
GUiW
(SEE NOTES) 5/• 30'EAR1
-_0 WITH 8EYE OLE:V.11mmlsl�"O.l D—n By:
1/2-�'(4.000 FOR SOM/CLAY ORWE STYLE ill
OPTIONAL REINFORCED WE L84 CONCRETE FOR ROCK/CORAL MTB
CONCRETE
DOE 3MCHDR WITH 2'WASHER
ONCRETE FOUNDATION
71
LEXW'ING 4*LCONCRETE OR OPTIONAL 6'-0" 12'-0" N/A eKt&TwG 4'CONCRETE SUPPORT PAD(P.T,WOOD,CONCRETE
BLOCK OR PAD)SPACED AT W-6,MAX. TABLE 1C-165D/175C LARK BUILDERS
ANCHORING TO CONCRETE
SHED WIDTH MAXIMUM ANCHOR
1)4 4 Lp..
E`
SPACING
[1)4 4 SYR 12 ON W WIDE OR LESS TIE-DOWN STRAP 24'-0" S-15"
(1)4.4 SYP#2 ON 8-WIDE LE
2:6 DR(1)A.6 P.T.SIP 02 SKIDS TIE-DOWN SIR*BOLTED 70 (2)2.6 OR(1)44 P.T.SYP l2 (SEE NOTES) 11)4,4 1#2 ON W WOE OR LESS,
r r 2 SSKIDSS 2.
ALL US OR I 1 4.6 SKIDS
ALL ELSE(CAN BE SET ON GROUND). GROLWD ANCHOR WITH 1/2- ALL ELSE(CAN BE SET ON GROUND)� (2) 20'-0*' 4r--D"
GRADE 5 SOLT MINUALIM WITH _T ALL ELSE(CAN BE SET ON GROUND).
WASHERS.ALSO CONTINUOUS AND TIE-DOWN STRAP BOLTED 10
ATTACKED TO GROUND ANCHOR -1
ON GROUND ANCHOR WITH 1/2-GRADE
OPPOSITE SIDE 5 SOLT MIMMUM WITH WASHERS
5/8'A 30'EARTH AN 5/8*.W EARTH ANCHOR: 14'-0"
AUGER STYLE FOR AUGER STYLE FOR SOVICLAY. ;V;
K/CORAL STYLE-I,ROCK/CORAL 12'-0"
T
111 44
(,) 6 OR
AUL EL"'D
I MI.
-EXISTING 4'CONCr LE,,,,,H(, CONCRETE
PAD(P.T..000. OR OPTIONAL SUPPORT PAD(P.T.WOOD. 10'-0 v__O" Z
CO.,RETESUPPONTOR < 0 �..
PAD)SPACED AT W-W MLX. CONCRETEK OR PAD)SPACED A, \_NCENS�-
BLOC I
AT 8' B�MUL CL %
TIE-DOWN DETAILS
-0 12%V
6 CD 4
z
IS DESIGNED AS PER -7.
TS ARE CENTER-TO-CENTER.
AFEDERAL SPECIFICATIONS OOS-761- Ea-i-•Fi -B.GRADE-1. 71 DOWN STRAPS OR CABLE AND CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM ULTIMATE CAPACITY(3.150 UB.A 1,5). STAT
S TO BE MINIMUM I-I'A 0.035"GA CAPACITY. 0 E
OFFS SHALL HAVE A MINIMUM 4�300 LB. 0\ OF
LOCATED AT EACH CORNER.MAXIMUM 16-FROM END(4 MINIMUM PER BUILDING).AND SPACED AS PER TABLE 2A,B.0 DEPEND 4Ttift#& EXPOSURE. %NCHORS NOT NEEDED ON ENDS. %•
L 0 R
C - ED
IRS T BE SPACED AS PER TABLE lA.BJC DEPENDING ON SHED WIDTH.WIND SPEED.AND EXPOSURE. U
OCAT HAVE PA TEMP v - C7
)RS TO A MINVILM OF 4-COVER(DISTANCE FROM ANCHOR TO EDGE OF CONCRETE). 01II, 1�1 `.-
:ARIKO CAPACITY Is 12,000 FISF(TYP.) M_w lq < ... .......
C ORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EAC I ANCHOR TYPE, A L
:S CAN BE OPTIONAL" CAPPED WITH APPROVED ASS CAP BOARDS(OLIVER 7ECHNOLGIES,INC. MODEL#07iCS1,OTIC82 OR EOIJI'ALENT)
Ly
D CONCRETE BLOCKS (B'xB"xlS")MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48"WITHOUT REINFORCING. p
MAR `Rl 7 200 u y
AND CONCRETE AN
M.ttheW T. Baldwin P.E.
FI.,kk;License #64608
T. Lucie County,Permitting j < Sheet: AP-1, OF 1
etermination agency.
R.O.W. •Right of Way 5. Bearings shown hereon are based on the East
CONC. = Concrete line of Lot 9 Block 91 as being SDO.00'OO'E
R e Radius of curve according to the Plot described hereon.
L = Length of curve B. P.U,D.E. denotes Public Utilities and Drainage
Q- Delta of Curve Easement.
MEAS. = measured 7. All Lot dimensions shown are per plat unless
SET = Set 5/8' iron rubor with otherwise shown.
yellow cap marked "PSM 5543"
C.L.F. _: Chain Link Fence
S.F.4quard root
F.F.E.wF'inished Floor Elevation
(*)=Not verified by field measurement CEIV ED
FD--found 5/8' Iron Rebar
am
MAR 2 7 2019
ST.Lucie County,Permitting
FILE L;%JF I +
N 090600'00- — !+ 80.00
a SRO
M CM
1260
EL
CD fi6.�0 C3
16.70 1225 �—
f STORY WOOD SONG
RF. 40.2s
w w +�
45.25 a
O17.57 WOM DIM
25.70
P
in 31. �
W
rOttFR FiJX
4
N 90'00'00" E 80.00cn
- �
cn
64' R.O.W. - 2O' ASPHALT ROAD co
YUCCA DRIVE
6004 YUCCA DRIVE LAST FIELD DATE: 94,18/2002
RVEY
SCALE:,#=-30+ A� 1 ant i c i.and Designs S�' r`' Melissa� �"
4ASE�/18/02 of the Treasure Coast Ger t If ldd to: Robert & Andrews
flames Home Loans
DRAWN. ALH 10664 South U.S, 1 Treasure Coast Abstract & Title
Port St. Lucia, Fi.
2002-1453 (561) 398-4290
I herebp certlly that the survey shown hereon to true and correct
DATE: REVISIONS and is baeed on actual a�eaeeurements taken In the field. This
survey meats the Minlow Technical Standards o1 Chapter 61017
Florida odminletrative code.
NOT VALID T►ITHOl1T THE
SIGNAM At0 ORIGINAL J e
RAISED SEAL OF A FLORIDA Prafeee! al Su veyor dclaap�er . 5543
I ,
LICENM SURMOR AND pAOM ai rlortda
.----